Monotonic Preloading Effect on the Liquefaction Resistance of Chlef Silty Sand: a Laboratory Study
This paper presents a laboratory study on the influence of monotonic preloading on the liquefaction resistance of Chlef soil using the triaxial apparatus. The study is carried out via a multiple drained monotonic and undrained cyclic tests. The samples were subjected to a static drained loading unti...
Gespeichert in:
| Veröffentlicht in: | Arabian Journal for Science and Engineering 2014-02, Vol.39 (2), p.685-694 |
|---|---|
| Hauptverfasser: | , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 694 |
|---|---|
| container_issue | 2 |
| container_start_page | 685 |
| container_title | Arabian Journal for Science and Engineering |
| container_volume | 39 |
| creator | Arab, A. Sadek, M. Belkhatir, M. Shahrour, I. |
| description | This paper presents a laboratory study on the influence of monotonic preloading on the liquefaction resistance of Chlef soil using the triaxial apparatus. The study is carried out via a multiple drained monotonic and undrained cyclic tests. The samples were subjected to a static drained loading until an axial strain of 2.25 % (contraction phase), 4.5 % (end of contraction phase) and 9 % (dilatancy phase). For each preloading, cyclic tests have been conducted with different loading amplitudes. The obtained results are highly dependent on preloading amplitude: the liquefaction resistance increases with the application of a preloading during the contraction phase with an axial strain
ε
1
=
2.25 % , decreases when the preloading increases to
ε
1
=
4.5
% and reaches a lower resistance than the intact soil when
ε
1
=
9
% (dilatancy phase). |
| doi_str_mv | 10.1007/s13369-013-0700-4 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1660043295</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1660043295</sourcerecordid><originalsourceid>FETCH-LOGICAL-c354t-d3fbd98cb7d5d2d5826bbbb55e0b6dcf06369a8626386ab647b0d45464d2737a3</originalsourceid><addsrcrecordid>eNqFkLtOAzEQRS0EEiHwAXQuaRb83l06FIWHFAQiUFteP5KNNnawnSJ_j6OlhmlGGt07M_cAcI3RLUaovkuYUtFWCNMK1QhV7ARMCG5xxUiDT8EEU9xWDSL8HFyktEFI4KamE9C9Bh9y8L2G79EOQZner-DcOaszDB7mtYWL_ntvndK5L4MPm_qUldcWBgdn68E6uOyHfIBL5c09VHChuhBVDrGM8t4cLsGZU0OyV799Cr4e55-z52rx9vQye1hUmnKWK0NdZ9pGd7XhhhjeENGV4tyiThjtkCgBVSOIoI1QnWB1hwzjTDBDalorOgU3495dDOXhlOW2T9oOg_I27JPEQiDEKGn5_1JezoiGMFKkeJTqGFKK1sld7LcqHiRG8ohejuhlQS-P6CUrHjJ6UtH6lY1yE_bRl_B_mH4Ad7qGLg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1562668242</pqid></control><display><type>article</type><title>Monotonic Preloading Effect on the Liquefaction Resistance of Chlef Silty Sand: a Laboratory Study</title><source>SpringerNature Complete Journals</source><creator>Arab, A. ; Sadek, M. ; Belkhatir, M. ; Shahrour, I.</creator><creatorcontrib>Arab, A. ; Sadek, M. ; Belkhatir, M. ; Shahrour, I.</creatorcontrib><description>This paper presents a laboratory study on the influence of monotonic preloading on the liquefaction resistance of Chlef soil using the triaxial apparatus. The study is carried out via a multiple drained monotonic and undrained cyclic tests. The samples were subjected to a static drained loading until an axial strain of 2.25 % (contraction phase), 4.5 % (end of contraction phase) and 9 % (dilatancy phase). For each preloading, cyclic tests have been conducted with different loading amplitudes. The obtained results are highly dependent on preloading amplitude: the liquefaction resistance increases with the application of a preloading during the contraction phase with an axial strain
ε
1
=
2.25 % , decreases when the preloading increases to
ε
1
=
4.5
% and reaches a lower resistance than the intact soil when
ε
1
=
9
% (dilatancy phase).</description><identifier>ISSN: 1319-8025</identifier><identifier>EISSN: 2191-4281</identifier><identifier>DOI: 10.1007/s13369-013-0700-4</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Amplitudes ; Axial strain ; Cyclic loads ; Engineering ; Humanities and Social Sciences ; Liquefaction ; multidisciplinary ; Phase (cyclic) ; Research Article - Civil Engineering ; Sand ; Science ; Soil (material)</subject><ispartof>Arabian Journal for Science and Engineering, 2014-02, Vol.39 (2), p.685-694</ispartof><rights>King Fahd University of Petroleum and Minerals 2013</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c354t-d3fbd98cb7d5d2d5826bbbb55e0b6dcf06369a8626386ab647b0d45464d2737a3</citedby><cites>FETCH-LOGICAL-c354t-d3fbd98cb7d5d2d5826bbbb55e0b6dcf06369a8626386ab647b0d45464d2737a3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s13369-013-0700-4$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s13369-013-0700-4$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,41464,42533,51294</link.rule.ids></links><search><creatorcontrib>Arab, A.</creatorcontrib><creatorcontrib>Sadek, M.</creatorcontrib><creatorcontrib>Belkhatir, M.</creatorcontrib><creatorcontrib>Shahrour, I.</creatorcontrib><title>Monotonic Preloading Effect on the Liquefaction Resistance of Chlef Silty Sand: a Laboratory Study</title><title>Arabian Journal for Science and Engineering</title><addtitle>Arab J Sci Eng</addtitle><description>This paper presents a laboratory study on the influence of monotonic preloading on the liquefaction resistance of Chlef soil using the triaxial apparatus. The study is carried out via a multiple drained monotonic and undrained cyclic tests. The samples were subjected to a static drained loading until an axial strain of 2.25 % (contraction phase), 4.5 % (end of contraction phase) and 9 % (dilatancy phase). For each preloading, cyclic tests have been conducted with different loading amplitudes. The obtained results are highly dependent on preloading amplitude: the liquefaction resistance increases with the application of a preloading during the contraction phase with an axial strain
ε
1
=
2.25 % , decreases when the preloading increases to
ε
1
=
4.5
% and reaches a lower resistance than the intact soil when
ε
1
=
9
% (dilatancy phase).</description><subject>Amplitudes</subject><subject>Axial strain</subject><subject>Cyclic loads</subject><subject>Engineering</subject><subject>Humanities and Social Sciences</subject><subject>Liquefaction</subject><subject>multidisciplinary</subject><subject>Phase (cyclic)</subject><subject>Research Article - Civil Engineering</subject><subject>Sand</subject><subject>Science</subject><subject>Soil (material)</subject><issn>1319-8025</issn><issn>2191-4281</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNqFkLtOAzEQRS0EEiHwAXQuaRb83l06FIWHFAQiUFteP5KNNnawnSJ_j6OlhmlGGt07M_cAcI3RLUaovkuYUtFWCNMK1QhV7ARMCG5xxUiDT8EEU9xWDSL8HFyktEFI4KamE9C9Bh9y8L2G79EOQZner-DcOaszDB7mtYWL_ntvndK5L4MPm_qUldcWBgdn68E6uOyHfIBL5c09VHChuhBVDrGM8t4cLsGZU0OyV799Cr4e55-z52rx9vQye1hUmnKWK0NdZ9pGd7XhhhjeENGV4tyiThjtkCgBVSOIoI1QnWB1hwzjTDBDalorOgU3495dDOXhlOW2T9oOg_I27JPEQiDEKGn5_1JezoiGMFKkeJTqGFKK1sld7LcqHiRG8ohejuhlQS-P6CUrHjJ6UtH6lY1yE_bRl_B_mH4Ad7qGLg</recordid><startdate>20140201</startdate><enddate>20140201</enddate><creator>Arab, A.</creator><creator>Sadek, M.</creator><creator>Belkhatir, M.</creator><creator>Shahrour, I.</creator><general>Springer Berlin Heidelberg</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>C1K</scope><scope>SOI</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20140201</creationdate><title>Monotonic Preloading Effect on the Liquefaction Resistance of Chlef Silty Sand: a Laboratory Study</title><author>Arab, A. ; Sadek, M. ; Belkhatir, M. ; Shahrour, I.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c354t-d3fbd98cb7d5d2d5826bbbb55e0b6dcf06369a8626386ab647b0d45464d2737a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2014</creationdate><topic>Amplitudes</topic><topic>Axial strain</topic><topic>Cyclic loads</topic><topic>Engineering</topic><topic>Humanities and Social Sciences</topic><topic>Liquefaction</topic><topic>multidisciplinary</topic><topic>Phase (cyclic)</topic><topic>Research Article - Civil Engineering</topic><topic>Sand</topic><topic>Science</topic><topic>Soil (material)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Arab, A.</creatorcontrib><creatorcontrib>Sadek, M.</creatorcontrib><creatorcontrib>Belkhatir, M.</creatorcontrib><creatorcontrib>Shahrour, I.</creatorcontrib><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Environment Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Arabian Journal for Science and Engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Arab, A.</au><au>Sadek, M.</au><au>Belkhatir, M.</au><au>Shahrour, I.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Monotonic Preloading Effect on the Liquefaction Resistance of Chlef Silty Sand: a Laboratory Study</atitle><jtitle>Arabian Journal for Science and Engineering</jtitle><stitle>Arab J Sci Eng</stitle><date>2014-02-01</date><risdate>2014</risdate><volume>39</volume><issue>2</issue><spage>685</spage><epage>694</epage><pages>685-694</pages><issn>1319-8025</issn><eissn>2191-4281</eissn><abstract>This paper presents a laboratory study on the influence of monotonic preloading on the liquefaction resistance of Chlef soil using the triaxial apparatus. The study is carried out via a multiple drained monotonic and undrained cyclic tests. The samples were subjected to a static drained loading until an axial strain of 2.25 % (contraction phase), 4.5 % (end of contraction phase) and 9 % (dilatancy phase). For each preloading, cyclic tests have been conducted with different loading amplitudes. The obtained results are highly dependent on preloading amplitude: the liquefaction resistance increases with the application of a preloading during the contraction phase with an axial strain
ε
1
=
2.25 % , decreases when the preloading increases to
ε
1
=
4.5
% and reaches a lower resistance than the intact soil when
ε
1
=
9
% (dilatancy phase).</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s13369-013-0700-4</doi><tpages>10</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1319-8025 |
| ispartof | Arabian Journal for Science and Engineering, 2014-02, Vol.39 (2), p.685-694 |
| issn | 1319-8025 2191-4281 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_1660043295 |
| source | SpringerNature Complete Journals |
| subjects | Amplitudes Axial strain Cyclic loads Engineering Humanities and Social Sciences Liquefaction multidisciplinary Phase (cyclic) Research Article - Civil Engineering Sand Science Soil (material) |
| title | Monotonic Preloading Effect on the Liquefaction Resistance of Chlef Silty Sand: a Laboratory Study |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-29T01%3A42%3A12IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Monotonic%20Preloading%20Effect%20on%20the%20Liquefaction%20Resistance%20of%20Chlef%20Silty%20Sand:%20a%20Laboratory%20Study&rft.jtitle=Arabian%20Journal%20for%20Science%20and%20Engineering&rft.au=Arab,%20A.&rft.date=2014-02-01&rft.volume=39&rft.issue=2&rft.spage=685&rft.epage=694&rft.pages=685-694&rft.issn=1319-8025&rft.eissn=2191-4281&rft_id=info:doi/10.1007/s13369-013-0700-4&rft_dat=%3Cproquest_cross%3E1660043295%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1562668242&rft_id=info:pmid/&rfr_iscdi=true |